ST9801-LR001102 (2)Report No.:
Location:
Project:
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax.'972-488-8080
150
CONCRETE COMPRESSION TEST REPORT
Job !No.: 1520COP03 Date Cast:
Sidewalk, Coppell Road NB Side, 20' N. of
Westminster
Coppell Road Paving and Drainage
Improvements
11/02/00
Specification:
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
3000 psi @ 28 days
Quantity Represented:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Sampled By:
6 of 6
R. Yarbrough
By Order Of:
CP110201 CP110202 CP110203 CP110204
11/09/00 11/30/00 11/30/00 HOLD
60910
7 28 28 HOLD
2150
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
84 ° F
11:15 AM
LMC-Mix 38
Mix 83 ° F
Unit Weight
Yield
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
* Slump exceeds specified maximum.
Air Content 4.6 %
Pick-Up Charge:
N/A Ticket No.:
PCF
CF/CY
Slump 6-1/2 * Inches
7094900
Page ,~ of 1
Test Methods: ASTM C 31, C 39. C 173, C 192, C 231 and C
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES,
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC.